CONSTRUCTION OF 814 MLD CAPACITY TREATED WATER PUMPING STATION AT F.P. 105, T.P. 37 (VARIYAV), SURAT MUNICIPAL CORPORATION.

NAME OF WORK: CONSTRUCTION OF 814 MLD CAPACITY TREATED WATER

PUMPING STATION AT F.P. 105, T.P. 37 (VARIYAV), SURAT

MUNICIPAL CORPORATION.

TENDER NOTICE (online) NO: DMC/Drainage/03/2026-27, Work No.23

VOLUME-II: PRICE BID

Last date of download of tender documents : From 10/08/2026 to 10/09/2026.

from website smctender.nprocure.com

Last Date of submission of Technical Queries : Bidders shall have to post queries on E-mail address

[email protected] on or before

Last date of submission of online tender : Up to 10/09/2026, up to 18.00 Hrs.

Last date of submission of tender fees, EMD : From 11/09/2026 to 23/09/2026 up to 17.00 Hrs. To

and other documents in hard copy Chief Accountant, “Shri Tapi Bhawan - Surat

Mahanagar Seva Sadan” Gordhandas Chokhawala

Marg, Shri Tapipura,Surat – 395

Estimated Cost : Rs. 24,27,66,127.28 /-

Earnest Money Deposit (EMD) : Rs. 24,28,000.00 /-

EMD shall be paid 50% in the form of crossed

Demand Draft of Nationalized Bank payable at

Surat and remaining 50% shall be in the form of

Bank Guarantee of Nationalized Bank (encashable

at Surat) or 100% EMD amount shall be in form of

crossed Demand Draft of Nationalized Bank

payable at Surat.

Document Fees : Rs. 21,240.00/- (Incl. CGST 9% and SGST 9%)

Opening of Tender (Online) : If Possible, on 11/09/2026,10.30 Hrs. onwards

Tender fees, EMD, Affidavit, Undertaking& Addenda and Corrigendum (if any)

in hard copy to be submitted to:

To Chief Accountant,

“Shri Tapi Bhawan - Surat Mahanagar Seva Sadan”

Gordhandas Chokhawala Marg, Shri Tapipura, Surat – 395

1. NAME OF WORK

CONSTRUCTION OF 814 MLD CAPACITY TREATED WATER PUMPING STATION AT

F.P. 105, T.P. 37 (VARIYAV), SURAT MUNICIPAL CORPORATION.s

1) ESTIMATED COST OF CAPITAL WORK: Rs. 24,27,66,127.28 /- (Excluding

(Twenty-Four crore Twenty-Seven lakh Sixty-Six thousand One Hundred and Twenty-

Seven Rupees and Twenty-Eight paisa only.)

TENDERER’S BID FOR EXECUTION OF CAPITAL WORK:

PERCENTAGE HIGHER / BELOW OF Rs. 24,27,66,127.28 /- (Excluding GST)

TENDER AMOUNT (IN FIGURES): Rs. __________________

TENDER AMOUNT (in WORDS): Rs. __________________

Rate Quoted by bidder shall be inclusive of all taxes but Excluding GST. GST shall be

paid extra as per prevailing rules.

SIGNATURE AND SEAL OF THE CONTRACTOR:

NAME AND ADDRESS:

SIGNATURE OF WITNESS:

NAME AND ADDRESS:

2. SCHEDULE – B

(A) CONSTRUCTION OF 814.00 MLD CAPACITY TREATED WATER PUMPING

Description Qty. Rate Unit Amount

Excavation for well including removing

and spreading the excavated stuffs

directed with all lead.

In all sorts of soils & Soft Murrum

Dewatering by pumping set of required

capacity including temporary platform

2 carting pumping at site and fixing the 18.32 HP/Hr

same in position including all accessories,

and fuel and labour etc. complete.

Providing and casting in situ C.C. in

grade M-15 (approx. corresp. to prop.

1:2:4)(proportions as per mix design or as

per Table 9 of IS456 2000 in masses by

weigh batching ) using granite, quartzite

trap metal of size 6 mm to 20 mm for

RCC work, including scaffolding

centering, form work, needle vibrated

consolidation, curing comp. up to 6 meter

depth or height (excluding cost of

reinforcement and neat finishing) with

centering and shuttering/deshuttering etc.

comp. for structure for other than water

Footing (without form work) 236.00 4732.00 CU.M.

Providing and cast in situ C.C. in grade

4 M-30 proportions of ingredients as per

mix design by weigh batching using

Description Qty. Rate Unit Amount

granite, quartzite trap metal of size

mm to 20 mm and or 6 mm to 12 mm

including scaffolding centering

formwork, needle vibrated consolidation,

curing and hydraulic testing etc. complete

(excluding cost of reinforcement) with

centering and shuttering/deshuttering etc.

comp. up to 6 meter height /depth Av.

G.L.for all water retaining structures

( A )Bottom base slab (Without

( B )VerticalWall/kerb (Th. Above

( C )Column 1199.00 9317.00 CU.M.

( D )Slab (With Shuttering) 746.00 8213.00 CU.M.

( F )Staircase 21.00 8395.00 CU.M.

( G )Lintel/W.Shed/Chhajja 11.00 8395.00 CU.M.

Constructing cast-in situ RCC

diaphragm wall by providing and

laying machine batched, machine

mixed, self compacting, ready mix

reinforced cement concrete, tramie

controlled, of M 30 grade using

minimum 400 kg. cement per cum of

concrete including providing and

mixing required admixtures in

recommended proportions as per IS :

9103, as approved by the Engineer-in-

charge, for achieving 150- 200mm

4.1 slump, for diaphragm wall having 3992.00 17339.36 CU.M.

thickness as per approved structural

design, in pannels of required depth

and lengths as per approved drawing,

including constructing necessary

guide walls as required and as

specified including boring in all kinds

of soils and rocks, including working

in or under water and / or liquid mud,

in foul conditions and pumping or

bailing out of water and removing

slush, including disposal of earth/

rock / slush etc. for all leads and all

Description Qty. Rate Unit Amount

lifts, including preparing, providing

and re-circulating bentonite slurry in

the trench as and when required for all

depths, including agitating bentonite

slurry during trenching etc., providing

and fixing stop ends or form tubes,

upto the required depth of diaphragm

wall including extracting the same

after casting, including chipping off

the bentonite adulterated concrete or

unsound concrete up to the cut off

level for obtaining the sound concrete,

dressing undulations on the exposed

face of diaphragm wall after

excavation by chipping / chiseling etc.

including filling the depression/

cavities with sound concrete etc.

complete and as directed by the

Engineer-in-charge, including

providing recess for bearing plates

and fixing insert boxes for inclined

rock anchors etc. Anchor including

Drilling, Grouting, Stressing and

Destressing-7 m free lenght + 13Mtr

complete as per the specifications and

approved design and as directed by

the Engineer-in-charge, but excluding

the cost of reinforcement and inserts.

Supplying & Filling with fine sand in

compacted thickness over the base

including watering ramming,

5 consolidating & dressing etc. complete. 426.00 329.00 CU.M.

Item includes by using vibratory plates

compacted machine and as directed by

engineer in charge

Filling in foundation and plinth with

murrum or selected soil in layers of 20 cm

thickness uncluding wateruing, ramming

and consolidating etc. complete.

Supplying cutting, bending, binding and

placing in position steel as per plan and

design and as per ISS 2502 including cost

of steel and binding wire for

reservoirs/structures only including lift

up to 6 meter height or depth below G.L.

for all diameters

Corrosion resistance steel(CRS) Fe

grade for all diameters confirming to

Description Qty. Rate Unit Amount

Steel work, welded in built up sections

framed work including cutting, hoisting,

fixing in position and applying a priming

coat of read lead paint. (A)In beams and

8 joists, channels angles Tees, flats, with 0.50 90478.63 M.Tons

connecting plates or angle cleats as in

main and cross beams. Hip and jack

rafters, purlins conneted to common

rafters and the like (more than 10 ton)

Providing fabricating and placing cutting

edge and curbs as per design and drawing

manufactured from structural steel or

9 M.S. plate conforming to IS 226-1962 0.00 87934.00 M.Tons -

including riveting, welding etc. complete

including M.S. Bar anchor bolts and

structural steel etc complete

Sinking single circular well of internal

diameter and thickness of steining as

specified up to the level as specified in all

sorts of soil including hard murrum,

boulders and all strata type & strata up to

the level as per drawing by dredging,

dewatering, drop chiselling with

10 necessary kentiedge and with mechanical

means as may be necessary for this type

of work including all labour, plant

machinery etc. complete. Zero level to be

considered from cutting edge level.

Including all labour charges with

Dewatering but Excluding cost of Cutting

Edge & Well steining

41.00 mt diameter

Beyond 3.01 mt upto 6.0 mt depth 0.00 1126900.38 R.M. -

Beyond 6.01 mt to 9.0 mt depth 0.00 1209321.91 R.M. -

Beyond 9.01 mt to 12.0 mt depth 0.00 1260513.61 R.M. -

Beyond 12.0 mt to 15 mt depth 0.00 1316774.58 R.M. -

15 mt depth onward 0.00 1398329.34 R.M. -

Providing brick work using Fly ash

building bricks having crushing

11 strength not less than 35 Kgs./Sq.Cm. 387.00 4237.00 CU.M.

in cement mortar 1:6 (1 cement; 6 fine

sand) as directed etc. comp

Cement plaster 20 mm thick in C.M. 1:2

using water proofing compound of

approved quality including finishing etc.

without water proofing 1682.00 195.00 SQ.M.

Providing and applying 20 mm 'thick

sand faced cement plaster on walls or

13 similar surface at all floor levels 1682.00 330.88 SQ.M.

consisting of 12 mm av. thick backing

coat of C. M. 1:3 (1 cement : 3 sand) and

Description Qty. Rate Unit Amount

8 mm thick finishing coat of C. M. 1:1 (1

cement : 1 sand) -GF, FF, Second floor

and third floor

Cement plaster 20 mm thick in C.M. 1:2

using water proofing compound of

approved quality including finishing etc.

Providing & fixing 35 mm. thick

shutters for doors including Indian teak

frames 12 cm. x 7 cm. size including

black enamelled iron oxidised fixtures

and fastenings including primer coat of

approved quality and two coats

of oil paints etc. comp

For all floors. (A) Fully Panelled

Providing and fixing window having

extruded aluminium Powder Coated

section frame main outer size 63.50 x

38.10 x1.95 mm (of Jindal section

no.4605, @ Wt. 1.094Kg/mt) horizontal

Two track member size 61.85 mm x

31.75 mm x 1.20 mm (of jindal section

no:8687, @ Wt. 0.695 Kg/mt.) vertical

member of size 61.85 mm x 31.75 mm x

130 mm (of jindal section no:8758 @ wt.

of 0.659 kg/mt) with sliding shutters of

horizontal member size 40 mm x18 mm x

1.29 mm ( of jindal section no:8949, @

Wt. of .456 Kg/mt) vertical member of

size 40 mm x 18 mm x 1.29 mm (of jindal

section no:8947, @ Wt. of

Kg/mt/section 8948, @ Wt. of

with 5 mm thick tranparent bronze colour

tineted float glass with powder coated

aluminium fittings and fixtures and

transparent silicon sealant glass fixing to

frame as per details etc. complete for

Providing and fixing standared extruded

of alluminium section of size 63mm x

17 with colour Powder Coated alluminium

frame for ventilation with 5 mm thick

frosted glass as details etc complete for

(A) Same as above but Colour anodized 45.00 2414.00 SQ.M.

Providing & fixing M.S.Grills of required

pattern to wooden frames of windows etc.

At all floor levels with M.S. flats at

required spacing & frame around square

or round bars with round headed bolts &

round headed bolts and nuts or by screws

Description Qty. Rate Unit Amount

incl. Priming coat of Red lead paint etc.

comp. (A) Plain grill For all Floors

Providing and fixing rolling shutters of

approved make made of 80 mm wide

M.S. laths inter locked together through

their entire lenght and jointed together at

the ends by end locks mounted on

19 specially designed pipe shaft with bracket 19.00 3503.41 SQ.M.

plates, guide channels and arrangements

for inside and outside locking with push-

pull operation including the cost of hood

cover and spring etc. complete

(A) Shutters having width below 3.5 M.

Providing & Laying white glazed tiles

6mm. th. of Orient, Kajaria,

Jhonson,Nitco,Somani ,Bell make at all

floor levels, in flooring, treads of steps &

landings laid on a bed of 12 mm. Av.

Th.C.M.1:3(1cement :3 sand) finished

with flush pointing in white cement

etc.com. For all floors

Providing & laying marble stone slab

flooring over 20 mm.av. base of C.M.1:6

( 1 cement :6 coarse sand ) & jointed with

grey cement slurry incl. rubbing &

polishing comp.(A) Marble slab 25 mm.

Filling available excavated earth

(excluding rock) in trenches, plinth, sides

of foundations etc. in layers not

exceeding 20 CM. in depth, consolidating

each deposited layer by ramming and

Distempering two coats with oil bound

washable distemper of approved beand &

manufacture & of required shade on wall

surface to give an even shade over and &

inc. a priming coat of alkali resistance

primer of approved brand after throughly

brushing the surface to give an even

shade after throughly brushing the

surface free from mortar dropping and

other foreing matter and also including

preparing the surface even and smooth -

Providing and applying two coats of

weather shield max paint (3 coat may be

required in case of darker colors’.) of ICI

DULEX or Apex ultima of Asian paint

including applying exterior acrylic

primer coat as per manufacturers

specification and directions in shade and

colour approved by architects, on exterior

Description Qty. Rate Unit Amount

surface of the building including

scaffolding, preparing the surface,

watering, curing etc. complete and as

directed by the architects

andmanufacturers. Surface Preparation

Surface is thoroughly clean, dry and free

from all loose dirt, chalk, grease, fungi,

algae and flaking paint. This can be

achieved by brushing with a wire / stiff

coir brush followed by water jetting if

required. Fill up all minor cracks and

defects with white cement and sand

mixture in the ratio 1:3. For application

on previously painted wall, previous

coatings of paint must be thoroughly

scraped off and Clean the surface

thoroughly using wire brushes.

Priming Apply a liberal coat of exterior

acrylic primer and allow it to dry for 4-5

hours. Application of putty is not

recommended. Minimum 4-6 hours

duration is required between each coat of

weather shield max paint..

Conveying, carting and removing of

the surplus excavated stuff from the site

to any place within the Municipal limit

25 as directed by the Engineer-in-charge

including loading, unloading, carting,

dumping and/or spreading as directed

(K) Above 5.0 K.M. & Up To 10.0 K.M. 0.00 110.80 CU.M. -

Providing cement vata (10 cms x 10 cms)

size quarter round in cement mortar C:M

1:1 including neat cement finishing

watering etc. completed as directed

Providing and fabricating and fixing

G.I. railing in staircase and walkway

using 2 nos. 40 mm dia. G. I. pipe

fabricated to G.I. pipes 40 mm. dia and

1000 mm. high as as per design and

shown in the drg. Finishing the exposed

face with 2 coats of enamel paint over a

coat of primerG.I.pipe railing 25mm

Description Qty. Rate Unit Amount

Providing and fixing polypropelene steps

28 conforming to an ASTM D 4101 of size 20.00 111.61 No.

300 x 150 mm x 25 mm etc. complete.

Providing cement concrete flooring

for I.P.S. 1:2:4 (for Indian

patent stones) (1 cement: 2 coarse

29 sand: 4 graded stone aggregates 20 mm. 1493.00 356.33 SQ.M.

nominal size) laid in one layer 50 mm.

thick finished with a floating coat of neat

Providing and laying polished Kota stone

slab flooring over 20mm (Average) thick

base of cement mortar 1:6 (1-cement : 6-

coarse sand) or L.M. 1.1.5 (1-Lime putty

30 :1.5 - coarse sand) laid over and jointed 1493.00 989.45 Sq.mt.

with grey cement slurry mixed with

pigment to match the shade of slab

including rubbing and polishing etc.

complete. (A) 25mm thick

Drilling Bore Hole for dewatering with

well-point system (minimum 20 mt.deep)

Manufacture, Supply & Delivery of

Electric Resistance Welded (Up to

400mm)/Submerged Arc Welded(Above

400mm) M.S.Pipe having beveled ends

plate or coil conforming to IS-3589-2001

or its latest revision/ ammendment for

following thickness outside diameter at

SMC store or site anywhere in Surat City

Area including all taxes, insurance,

transportation, freight charges, octroi,

inspection charges, loading, unloading

32 conveyance to Departmental stores,

stacking etc. all complete.

Lowering, laying, Jointing & welding in

position to correct line & level M.S. Pipe

with outer gunniting & inside

lining/Epoxy painting on pedestal or

chairs upon prepared formation or

prepared bedding in trenches the rates

include conveyance from store to site of

work loading, unloading, joint plastering,

hydrotesting etc.complete.

Above 7 mm thick

Boring holes of 3.5 mt deep in ordinary

soil (for cast in situ piles) & Disposal of

the surplus excavated soil as directed

within a lead of 50 m. for 300 mm dia.

Providing & fixing 6 mm thick ribbed

type or other approved type 150mm wide

Description Qty. Rate Unit Amount

P.V.C water stopper of approved quality

in raft, walls, etc. as per details and / or as

directed by Engineer in charge.

Prov. & Fix 10cmx15cm.(4"x6")

S.W.trap with inside dimension

,455x610mm &450mm deep sewer trap

chamber with 23cm th. B.B. masonary

walls in C.M. 1:5 with cement plaster

15mm th. In C.M. 1:3 inside & outside to

exposed faces , RCC top slab with

1:2:4mix(1 cement:2Sand :4 Grade stone

aggregate 20mm size), Foundation

concrete 1:5:10 & fixing C.I.cover with

frame to be not less than 38kg. On top etc.

comp. for single.

Providing & fixing Wash Down water

closet European typpe W.C. pan with

integral P or S trap including jointing the

36 trap with soil pipe in cement mortar 1:1 1.00 1303.71 No.

(seat and cover to be measured and paid

for seperately) (A) Viterious China

pattern-I (i) in approved colour

Providing & fixing wash basin with

single hole for pillar tap at all floor levels,

with C.I. or M.S. Brackets painted white

incl. cutting holes & making good the

same incl. fittings such as pillar tap,

37 capstan head screw down high pressure 1.00 2059.93 No.

with screws, shanks & back nuts, C.P.

Brass waste trap, screw down stop tap

mm. dia. etc. complete. (A) Vitreous

china flat back wash basin 550 mm.x

mm. size in approved colour For all Floor

Providing and Fixing Urinal or approved

quality including connecting the urinal

38 with waste pipe, trap etc. complete (A) 2.00 1036.27 No.

white earthenware flat back or corner

type 430mm. x 260mm. x 350mm.

Providing and fixing cast iron (spun)

nahni trap of the following nominal

diameter of self cleaning design with C.I.

39 screaed down or hinged grating 3.00 621.99 No.

including cost of cutting and making

good the walls and floors: 100 mm. inlet

and 50 mm. (c) 100 mm dia

Providing, Lowering & laying joining

R.C.C. NP2 CLASS Pipe In C.M. 1:1 of

40 following nominal internal diameters 25.00 248.67 R.M.

incl. Testing of pipes and joints etc.

Comp(A) 150 mm. dia

Providing & Fixing PVC pipe (SCH-80)

of Prince/ Supreme/Jain/ Astral/ Tulsi/

Description Qty. Rate Unit Amount

finolex make for water supply line at all

levels incl. fixture like bends, tees, shoe

etc joined with resin of approved brand &

manufacture etc. comp. pipe shall be

fixed on the wall the help of clamp at

every two meter C/C or shall be

concealed as directed including necessary

fittings etc. including testing of pipe and

joints and fixing the same with adhesive

solvent, including cost of all materials

Providing & Fixing C.P. Brass screw

down bib tap at all floor levels, polished

bright etc. comp.-(A) 15mm dia. For all

Providing and fixing gunmetal check or

43 non-return full way wheel valve of

required size as directed.

Providing and fixing 25 mm. dia.

chromium plated brass half turn

44 flush cock of approved quality 2.00 263.77 No.

including fixing in pipe line as directed

Providing and filling rubbles including

hand packing and filling interstices with

quarry spalls behind abutments and

between returns as directed.

(B) Providing and laying integral cement

based water proofing treatment including

preparation of surface as required for

treatment of roofs, balconies, terraces etc.

consisting of following operations. (a)

Applying and grouting a slurry coat of

neat cement using 2.75 kg/sqm of cement

admixed with proprietary water proofing

compound comforming to IS:2645 over

the R.C.C. slab including cleaning the

surface before tratment. (b) Laying

46 cement concrete using broken 1407.00 511.00 SQ.M.

bricks/brick bats 25 mm to 100 mm size

with 50% of cement mortar 1:5 (1

Cement : 5 Coarse sand) admixed with

proprietary water proofing compound

conforming to IS:2645 ,brick bats is

finally covered by jointless cement

plaster 20mm th. in C.M. 1:4 added with

special water proofing compound

confirming to IS:2645 & top smooth

finished with trowel with false chequered

marking of 300 mm.size.The treatment is

Description Qty. Rate Unit Amount

carried along the vertical surface of the

parapet & other adjoining wall up to

height of about 300 mm in a shape of

quarter round vata Incl. curing etc. Comp.

With average thickness of 120 mm and

minimum thickness at khurra as 65 mm.

(c) The whole terrace so finished shall be

flooded with water for a minimum period

of two weeks for curing and for final test.

All above operations to be down in order

and as directed and specified by the

engineer-in-charge. With average

thickness of 120 mm and minimum

thickness at khurra as 65 mm. (Cement

consumption 0.511 Bags / S.M.)

Providing & construction simple

chamber of 23 cm. th' B.B. Masonary in

C.M 1:5 with cement plaster 15 mm th' in

C.M. 1:3 inside & outside to exposed

faces, R.C.C. top slab with 1:2:4 mix (

47 cement: 2 Sand : 4 Grade stone aggregate 1.00 2932.93 No.

20mm size) ,Foundation concrete 1:5:10

& fixing C.I. cover with frame to be not

less than 38 kg. On top etc. comp. Inside

dimension,455 x 610 mm &450 mm deep

for single pipe

Providing, erecting and fixing double

coated Syntex or Equivalent PVC (ISI)

48 mark water tank of required capacity each 2000.00 3.95 liter

with all necessary fittings & connection

etc. complete on terrace.

Providing & fixing U-PVC pipes

Confirming to IS no. 13592 (Type "A")

of Prince/Supreme/Jain/Astral/

Tulsi/Finolex make for rain water at all

floor levels incl. fixtures like bends, tees,

shoe etc joined with resin of approved

brand & manufacture etc. comp.

Providing & Fixing U-PVC pipe (SWR)

confirming to IS no. 13592 (Type "B") of

Prince/Supreme/Jain/Astral/Tulsi/Finole

x make for soil and waste discharge

50 system at all floor levels incl. All fixtures 5.00 412.00 R.M.

like bends, tees, shoe etc. jointed with

resin of approved brand & manufacture

Providing & Fixing S.W. Gully Trap with

CI grating brick masonary (CM 1:5)

51 chamber & water tight RCC cover with 0.00 1053.20 NO. -

frame of 300mm x 300mm size (inside)

including Plastering smooth inside &

Description Qty. Rate Unit Amount

outside 15 mm thick in CM 1:3 etc.

complete (i) Square mouth traps 150 mm

x 100 mm Size -P type

Providing & laying in trenches

galvanised mild steel tubes(medium

grade) TATA / ZENITH / ASIAN /

JINDAL MAKE of the following

nominal bore & tube fittings etc. comp.

TOTAL AMOUNT (A) Rs.

TOTAL AMOUNT (A) Rs.

(B) CONSTRUCTION OF COMPOUND WALL AT VARIYAV SPS (400 Rmt. Length)

DESCRIPTION QTY RATE PER AMOUNT

Excavation for foundation includ.sorting out &

stacking of useful materials & disposing of the

excavated stuff upto 50 mt. Lead & all lift,

watering etc. Comp.

loose or soft soil

(A) upto 1.5mt depth 328.00 117.26 C.M.

Boring holes 3.50 mt deep in ordinary soil (for

cast in-situ) and disposal of the surplus

excavated soil as directed within a lead of 50mt

for following diameter of piles etc. comp

Extra for under reaming inside the bore holes for

under reamed piles of 300 mm diameter

Providing & laying C.C 1:3:6 (1cement :3 coarse

sand :6 Crushed stone agg 20m.m Nominal

size)&curing comp. excl. cost of form work in

(A) Foundation and plinth 11.00 3005.76 C.M.

Providing and laying cement concrete work

1:11/2:3 (1 cement :11/2 coarse sand :3 graded

stone aggregate 20 mm nominal size) and curing

complete including cost of form work but

excluding cost of reinforcement for reinforced

concrete work in :

(A) foundation, footing, base of columns and

Providing and laying ordinary cement concrete

1:11/2:3 (1 cement :11/2 coarse sand :3 graded

stone aggregate 20mm nominal size) and

finishing smooth etc. complete including cost of

form work but excluding the cost of

reinforcement for R.C.C. work in:

(1) having c/s area up to 0.085 S.M 35.00 12632.60 C.M.

(1) having c/s area up to 0.08 S.M. 22.00 9102.61 C.M.

(2) having c/s area 0.08 S.M. and up to .12 sqmtr. 42.00 8174.41 C.M.

Vertical & horizontal fins

slab having morethan 8cm & up to 10cm thick 129.00 7984.42 Cu.M.

DESCRIPTION QTY RATE PER AMOUNT

Providing & fixing IS Mark TMT Bar FE 500d

reinforcement for R.C.C. work incl. bending,

binding & placing in position etc.comp.---

Filling available excavated earth (excluding

rock) in trenches. plinth, sides of foundations etc.

in layers not exceeding 20 cm. in depth 473.00 130.39 C.M.

consolidating each disposited layer by ramming

Providing and laying c.c. 1:3:6 ( 1 cement :3

coarse sand :6 crushed stone agg. 20 mm

nominal size ) and Finishing smooth etc.

complete including cost of form work in:wall

Coping/Beam 18.00 3982.62 C.M.

Providing and constructing Brick work using

common burnt clay building bricks having

crushing strength not less than 35 kg./Sq.Cm. in

Cement Mortar 1:6 (1- Cement : 6 -fine sand)(C)

Fly Ash Bricks Ground Floor

Providing and applying 20mm. thick sand faced

cement plaster on wall or similar surfaces at all

floor levels consisting of 12mm av. Thk. Backing

coat of C.M. 1:3 (1 cement : 3 sand ) & 8 mm tk.

Finishing coat of C.M.1:1(1cement:1 sand)----

Ground floor -For Wall 1968.00 330.88 S.M

Providing & Applying 15mm.th.cement plaster

in single coat on brick/ concrete walls similar

surfaces for plastering & finished even & smooth

with a floating coat of cement slurry mixed with

admixture of lime or neeru in required

proportion etc. comp. in C.M 1:3 (1 cement :

3sand) (A) For wall and similar surfaces --

Providing and applying two coats of weather

shield max paint (3 coat may be required in case

of darker colors’.) of ICI DULEX or Apex ultima

of Asian paint including applying exterior acrylic

primer coat as per manufacturers specification

and directions in shade and colour approved by

architects, on exterior surface of the building

including scaffolding, preparing the surface,

watering, curing etc. complete and as directed by

the architects andmanufacturers. Surface

Preparation Surface is thoroughly clean, dry and

DESCRIPTION QTY RATE PER AMOUNT

free from all loose dirt, chalk, grease, fungi, algae

and flaking paint. This can be achieved by

brushing with a wire / stiff coir brush followed by

water jetting if required. Fill up all minor cracks

and defects with white cement and sand mixture

in the ratio 1:3. For application on previously

painted wall, previous coatings of paint must be

thoroughly scraped off and Clean the surface

thoroughly using wire brushes.

Priming Apply a liberal coat of exterior acrylic

primer and allow it to dry for 4-5 hours.

Application of putty is not recommended.

Minimum 4-6 hours duration is required between

each coat of weather shield max paint..

(a)for wall 2515.00 82.00 S.M

Steel work welded in built up sections, framed

work for M.S. gate including cutting, hoisting,

fixing in position and applying a priming coat of

red lead paint.t:- (A) in beams & joists channels 6.97 9047.86 Qtl.

angles, tees, flats with connection plates or angle

cleats as in main & cross beams, hip & trussed

purloins connected to common refers & the like.

Providing and fixing 'Y' shaped barbed wire

fencing on compound wall top with verical angle

of 50X50X6 mm X1.00mt height, two cross

angles 50X50X6 mm X 0.60 mtr. Length, having

3 Horizontal and two diagonal rows of barbed

wire on vertical angle and three horizontal and

two diagonal barbed wire rows on each cross

angles incl. cost of barbed wires, necessary GI 400.00 481.99 Rmt

stapplings, fixing in CC (1:2:4) blocks of

0.23X0.23X0.30 mtr. size on top of compound

wall, painting angles with one coat of

anticorrossive primer angles and two coats of

enamel paint of approved quality, necessary

scaffolding etc. complete as per the direction of

engineer in charge

Painting two coats (excluding priming coat) on

new steel and other metal surface with synthetic

enamel paint, brushing to give an even shade 6.00 65.31 S.M

including cleaning the surface of all dirt, dust and

other foreign matters.

Same as above It. 1 & 2 for wicket gate Size 1m

Providing and fixing hot dip concertina coil of

610mm dia made out of 2.59mm (12SWG) hot

dip galvanised (G.I coating not less than

grams per sqm) thick wire having 80 nos of

DESCRIPTION QTY RATE PER AMOUNT

spikes and 200 nos of clips made out of stainless

steel (AISI 304) 1.5mm thick dia, G.I. strips

0.5mm thickness (G.I. coating not less than

gms per sqm) weight of one coil should not be

less than 15kg. etc complete at the top of the

compound wall fixed with S.S. clips and binding

wires wherever necessary etc complete. (NOTE :

streching length of one coil should not be more

Total Amount (B) RS.

Total Amount (B) RS.

(C) GROUND DEVELOPMENT WORK AND CONSTRUCTION OF CC ROAD AT

VARIYAV SEWAGE PUMPING STATION

DESCRIPTION Qty. RATE PER AMOUNT

Earth work in excavation in all types of strata

other than rock for drains and channels etc.

including dressing of bottom and sides of

trenches, stacking the excavated spoil, clen

from the edge of excavation iincluding

backfilling and disposal of surplus spoil as

directed by the Engineer with all leads and lifts

etc. complete.(For Road)

Providing and laying Granular Sub Base

(drainage layer) conforming to grading V of

Table 400-1 of each layer not exceeding

200mm thickmess and compacted thickness as

per design & drawing with specified graded

stone metal and sand mixed in pugmill and laid

with mechanical means spreading with motor

2 grader and compacting with vibratory roller 230.00 1456.67 C.M.

having minimum 80-100 kN static weight to

achieve desired density of 98% of MDD

including all materials, labour, machinery,tests

required to be carried out with all leads and lifts

etc., complete as per details in tender

specification & as directed by engineer in

Providing and laying Dry Lean Concrete

subbase including providing coarse and fine

aggregate to the specified gradation using

minimum cement content 150 kg/cum of

concrete with OPC 43 grade cement, mixing of

concrete as per approved design mix using

mechanised batch mix plant of approporiate

capacity, transporting and laying with self

propelled paver with electronic sensor device

3 and compacting with vibratory roller of 230.00 2103.00 C.M.

minimum 80-100KN static weight to give

desired compacted density and average

compressive strength of 10MPa at 7 days and

curing with liquid curing compound and

sprinkling water and covering with moist

hessain or ponding of water for 7 days

including providing construction joints,

including all material, labour, machinery with

all leads and lifts etc., complete

Providing and laying Pavement Quality

Concrete of M 40 grade including providing

125 micron thick impermeable plastic sheet

membrane over the surface to be covered,

coarse and fine aggregates of specified

gradation PPC cement conforming to IS

DESCRIPTION Qty. RATE PER AMOUNT

(Part-I), approved admixture and adding

Recron 3S or equivalent fibers @ 0.25% by

weight of cementatious material mixing in fully

automatic concrete batching plant of

appropriate capacity & with computerised

controls, as per the design mix to the specified

workability, transporting the mix with dumpers

or transit mixers and laying with self propelled

slip form paving train of required capacity

having electronic sensor device, curing with

approved resin based aluminised reflective

curing compound and covering with moist

hessain and ponding and sprinkling of water for

a minimum period of 21 days and including

provided and fixing dowels, tie bars, approved

liquid seals of either

polysulphide/polyurethene for joint filling and

sealing all types of joints and finishing to th

desired surface texture including allmaterial,

labour, machinery, formwork with all leads and

lifts etc. complete.

Providing interlocking type cement concrete

paver block of approved shape, design &

colour having 80mm thickness (M-50)

purchased from SMC's approved paverblock

5 manufacturer only & fixing of fine sand 750.00 714.00 Sq.Mt.

bedding. Item includes levelling by using

vibratory plates compacted machine. Item also

includes all materials, labour, equipments,

tools, plants, watering, cleaning etc. complete.

RCC FOR ROAD SIDE KERB

Supplying & filling fine sand(pana) in 75 mm /

100 mm / 150 mm compacted thickness over

the base including necessary compaction,

watering etc. complete. Item includes leveling

by using vibratory plates compacted machine

and as directed by engineer in charge.

Providing 100mm thick readymade C.C. kerb

of strength M-20 (size 300mm x 380mm)

purchased from SMC's approved paverblock

manufacturer & setting in line, level and in

truly vertical position, including filling joints in

C.M. 1:1 (1 part of cement : 1 part of stone

dust) smooth pointing in C.M. 1:1 (1 part of

cement : 1 part of coarse sand) including

watering etc. complete and as directed by

engineer in charge.

Total Amount (C) Rs.

Total Amount (C) Rs.

Total Amount (A+B+C) Rs.

Total Amount (A+B+C) Rs.